New approach to optimization of reinforced concrete beams
Leps, M. and Sejnoha, M.
Department of Structural Mechanics
Faculty of Civil Engineering
Czech Technical University in Prague
Thákurova 7, 166 29 Prague, Czech Republic
Abstract:
The present paper outlines
an application of genetic algorithm based strategies to a class of
optimization tasks associated with the design of steel reinforced concrete
structures. In this particular case, the principal design objective is to
minimize the total cost of a structure. The resulting structure, however,
should not only be marked with a low price but also comply with all strength
and serviceability requirements for a given level of the applied load. To
solve such a complex optimization problem with a number constraints calls for
an efficient and yet reliable optimization technique. Here, the problem is
addressed with the help of the augmented simulated annealing method. As an
example, a simple continuous steel reinforced beam is analyzed to assess
applicability of the proposed approach.